General Information		Site Information
Analyst	RMM	Intersection	SHROYER & CLARANNA
Agency/Co.	CMT	Jurisdiction
Date Performed	3/2/2016	Analysis Year	2015
Analysis Time Period	PM PEAK
Project Description SHROYER 3-LANES
East/West Street: CLARANNA		North/South Street: SHROYER
Intersection Orientation: North-South		Study Period (hrs): 0.25

Vehicle Volumes and Adjustments
Major Street	Northbound			Southbound
Movement	1	2	3	4	5	6
	L	T	R	L	T	R
Volume (veh/h)	14	786			819	14
Peak-Hour Factor, PHF	0.92	0.92	0.92	0.92	0.92	0.92
Hourly Flow Rate, HFR (veh/h)	15	854	0	0	890	15
Percent Heavy Vehicles	2	--	--	2	--	--
Median Type	Undivided
RT Channelized			0			0
Lanes	1	1	0	0	1	0
Configuration	L	T				TR
Upstream Signal		0			0
Minor Street	Eastbound			Westbound
Movement	7	8	9	10	11	12
	L	T	R	L	T	R
Volume (veh/h)	11		21
Peak-Hour Factor, PHF	0.92	0.92	0.92	0.92	0.92	0.92
Hourly Flow Rate, HFR (veh/h)	11	0	22	0	0	0
Percent Heavy Vehicles	2	2	2	2	2	2
Percent Grade (%)		0			0
Flared Approach		N			N
Storage		0			0
RT Channelized			0			0
Lanes	0	0	0	0	0	0
Configuration		LR

Delay, Queue Length, and Level of Service
Approach	Northbound	Southbound	Westbound			Eastbound
Movement	1	4	7	8	9	10	11	12
Lane Configuration	L						LR
v (veh/h)	15						33
C (m) (veh/h)	752						174
v/c	0.02						0.19
95% queue length	0.06						0.68
Control Delay (s/veh)	9.9						30.5
LOS	A						D
Approach Delay (s/veh)	--	--				30.5
Approach LOS	--	--				D